CN213114517U - Hydraulic engineering prevents bank protection - Google Patents
Hydraulic engineering prevents bank protection Download PDFInfo
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- CN213114517U CN213114517U CN202021451569.7U CN202021451569U CN213114517U CN 213114517 U CN213114517 U CN 213114517U CN 202021451569 U CN202021451569 U CN 202021451569U CN 213114517 U CN213114517 U CN 213114517U
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- beams
- concrete frame
- hydraulic engineering
- rainwater
- water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 50
- 230000001681 protective effect Effects 0.000 claims abstract description 24
- 239000012141 concentrate Substances 0.000 claims abstract description 7
- 238000005728 strengthening Methods 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 16
- 239000002689 soil Substances 0.000 abstract description 9
- 239000004575 stone Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
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Abstract
The utility model relates to a hydraulic engineering prevents bank protection, including concrete frame, protective structure, be used for strengthening stable reinforced structure and be used for carrying out the concentrated drainage structure who discharges the processing to rainwater muddy water to protective structure, concrete frame is the rectangle, protective structure is located the inside of concrete frame, reinforced structure installs in protective structure's outside both sides, reinforced structure's inside is offered and is used for carrying out the water conservancy diversion structure that the water conservancy diversion was concentrated to rainwater and muddy water, concentrate drainage structure and be located the outside both sides of concrete frame. Hydraulic engineering prevents that the bank protection is provided with sloping and back up beam through the increase for its holistic protection stability is higher, and has improved its holistic fault-tolerant rate, simultaneously, is convenient for carry out the water conservancy diversion and concentrate the emission to rainwater and muddy water, and the effectual condition of having avoided rivers to store up in side slope department and influence the soil property.
Description
Technical Field
The utility model relates to a hydraulic engineering prevents bank protection belongs to hydraulic engineering side slope protection technical field.
Background
Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in the nature to achieve the purposes of removing harmful substances and benefiting benefits, and is also called water engineering. Only when hydraulic engineering is built, can control rivers, prevent flood disasters to adjust and the distribution of the water yield, in order to satisfy people's life and production to the needs of water resource, in hydraulic engineering's construction process, often need carry out side slope protection to some slopes, also be exactly hydraulic engineering slope protection structure.
However, the existing hydraulic engineering slope protection structure has the following disadvantages:
1. the protection stability is poor, the fault-tolerant rate is low, when the protection slope structure is damaged at one position and is not in time to be maintained, the protection effect of the whole protection slope structure can be greatly reduced, and great potential safety hazards exist.
2. The emission of concentrating is carried out some muddy water and rainwater not be convenient for, and ponding easily appears in a plurality of inner structure departments of slope protection is prevented for a long time to influence soil property, easily cause subsequent landslide then, the practicality is relatively poor.
SUMMERY OF THE UTILITY MODEL
The utility model discloses not enough to prior art exists provides a hydraulic engineering prevents bank protection, and concrete technical scheme is as follows:
the utility model provides a hydraulic engineering prevents bank protection, includes concrete frame, protective structure, is used for strengthening stable reinforced structure, is used for concentrating the concentrated drainage structures who discharges the processing to rainwater or muddy water to protective structure, protective structure is located the inside of concrete frame, reinforced structure installs the both sides at protective structure, reinforced structure's inside is offered and is used for carrying out the water conservancy diversion structure of water conservancy diversion to rainwater or muddy water, concentrate drainage structures and be located the both sides of concrete frame.
As an improvement of the technical scheme, the protective structure comprises vertical beams and cross beams, the vertical beams are vertically poured in the middle of the interior of the concrete frame, the cross beams are poured on the two sides of each vertical beam, and the distance between every two adjacent cross beams is the same.
As an improvement of the above technical scheme, the reinforcing structure includes a plurality of oblique beams and reinforcing beams corresponding to the oblique beams one to one, the upper ends of the oblique beams are fixedly connected with the vertical beams, the lower ends of the oblique beams are fixedly connected with the concrete frame, one ends of the reinforcing beams are fixedly connected with the vertical beams, and the other ends of the reinforcing beams are fixedly connected with the oblique beams.
As an improvement of the technical scheme, the diversion structure comprises a diversion pipe, a diversion trench is formed in one side of the oblique beam, the upper end of the diversion pipe is communicated with the diversion trench, and the lower end of the diversion pipe is arranged outside the concrete frame.
As an improvement of the technical scheme, a plurality of through holes are formed in one side of the back face of the cross beam.
As an improvement of the above technical scheme, the centralized drainage structure comprises two side beams, the two side beams are respectively and fixedly poured on two sides of the concrete frame, the front side of the side beams is provided with drainage grooves, the lower ends of the drainage grooves extend to the lower end faces of the side beams, and the lower ends of the flow guide pipes are communicated with the drainage grooves.
The utility model has the advantages that:
(1) the utility model discloses a slope protection method, including the crossbeam, crossbeam and concrete frame, the crossbeam is including the crossbeam, the crossbeam is including the concrete frame, the crossbeam is including the crossbeam, the concrete frame is including the crossbeam, the crossbeam is including the concrete frame, the crossbeam is including the crossbeam.
(2) The utility model discloses a side slope protection, including the lateral wall, the lateral wall.
Drawings
Fig. 1 is a schematic view of a hydraulic engineering slope protection structure of the present invention;
fig. 1 is a schematic structural view of the hydraulic engineering slope protection of the present invention;
fig. 2 is a top view of the installation of the oblique beam of the present invention;
fig. 3 is a side view of the installation of the oblique beam of the present invention;
fig. 4 is a schematic structural view (in a top view) of the cross beam according to the present invention;
FIG. 5 is an enlarged view of the point A in FIG. 2;
in the figure: 1. a concrete frame; 2. erecting a beam; 3. a cross beam; 4. an oblique beam; 5. reinforcing the beam; 6. a flow guide pipe; 7. a diversion trench; 8. a through hole; 9. a side beam; 10. a water drainage groove.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1-5, hydraulic engineering protection slope, including concrete frame 1 that is used for the protection side slope, the protective structure who is used for preventing soil erosion and water loss landslide, the reinforced structure who is used for strengthening the protective structure stably, be used for concentrating the concentrated drainage structures who discharges the processing to rainwater or muddy water, concrete frame 1's periphery is the rectangle structure, and concrete frame 1's interior week is the rectangle structure, concrete frame 1's inside is for pouring the cavity, the protective structure is located concrete frame 1's inside, the reinforced structure is installed in protective structure's both sides, the water conservancy diversion structure that is used for carrying out the water conservancy diversion to rainwater or muddy water is offered to reinforced structure's inside, it is located concrete frame 1's both sides to concentrate drainage structures.
Further, the protective structure comprises vertical beams 2 and cross beams 3, wherein the vertical beams 2 are vertically poured in the middle of the interior of the concrete frame 1, a plurality of cross beams 3 are poured, the cross beams 3 are respectively poured on two sides of each vertical beam 2, and the distance between every two adjacent cross beams 3 is the same; when slope protection is carried out, a fixed net-shaped protection structure can be formed by matching the vertical beams 2 with the cross beams 3 and the concrete frame 1, and effective anti-skid slope protection is carried out on soil and stones at the slope.
Further, reinforced structure includes a plurality of sloping 4, with the reinforcing beam 5 of 4 one-to-one of sloping, the upper end of sloping 4 with erect 2 fixed connection of roof beam, the lower extreme and the concrete frame 1 fixed connection of sloping 4, the length direction of sloping 4 and the contained angle between the length direction of erecting 2 roof beams are the obtuse angle, reinforcing beam 5's one end and erecting 2 fixed connection of roof beam, reinforcing beam 5's the other end and sloping 4 fixed connection, the contained angle between the length direction of sloping 4 and reinforcing beam 5's the length direction is the obtuse angle. The utility model has the advantages of make when carrying out side slope protection during operation, can strengthen 3 and the perpendicular roof beam 2 between joint strength and stability of crossbeam through a plurality of sloping 4, and can strengthen 4 and the perpendicular roof beam 2 between joint strength and stability of sloping through a plurality of reinforcement beam 5 to effectual improvement protection slope structure is holistic protective effect and stability. When any part of the cross beam 3 or the vertical beam 2 is broken, the cross beam 3 and the vertical beam 2 are prevented from directly collapsing to cause soil landslide through the auxiliary connection and the auxiliary fixation of the inclined beam 4 and the reinforcing beam 5, and accordingly potential safety hazards are effectively reduced.
Further, the water conservancy diversion structure is including being the honeycomb duct 6 that the slope set up, guiding gutter 7 has been seted up to one side at the 4 backs of sloping, the upper end and the guiding gutter 7 intercommunication of honeycomb duct 6, the lower extreme setting of honeycomb duct 6 is in the outside of concrete frame 1. When slope protection is carried out, rainwater and muddy water flowing through the inclined beam 4 can be guided through the guide grooves 7 and guided and conveyed to the drainage grooves 10 at the side beams 9 through the guide pipes 6.
Further, a plurality of semicircular through holes 8 are formed in one side of the back face of the cross beam 3. So that the rainwater and muddy water flowing through the cross beam 3 can flow down without being blocked, and more water accumulation is avoided.
Further, concentrate drainage structures includes two side boundary beams 9, and two side boundary beams 9 are fixed respectively and are pour in the both sides of concrete frame 1, water drainage tank 10 has been seted up in the front of side boundary beam 9, water drainage tank 10's lower extreme extends to the lower terminal surface of side boundary beam 9, the lower extreme and the water drainage tank 10 intercommunication of honeycomb duct 6. When the guide pipe 6 conveys the rainwater and muddy water to the drainage groove 10 in a guide way, the rainwater and muddy water can be intensively discharged and treated through the drainage groove 10, and the rainwater and muddy water are further prevented from being accumulated at the soil and stone position.
The principle of hydraulic engineering revetment is as follows: when carrying out side slope protection, can cooperate a plurality of crossbeams 3 and concrete frame 1 through erecting roof beam 2, constitute a fixed netted protective structure, carry out effectual landslide prevention to the soil stone of side slope department, and simultaneously, can be through a plurality of sloping beams 4, strengthen crossbeam 3 and erect joint strength and stability between the roof beam 2, and can be through a plurality of reinforcing beam 5, strengthen sloping beam 4 and erect joint strength and stability between the roof beam 2, thereby effectual holistic safeguard effect and the stability of improvement fender slope structure, and when the fracture condition appears in crossbeam 3 or a department of erecting roof beam 2, also can be through the auxiliary connection and the supplementary fixed of sloping beam 4 and reinforcing beam 5, the phenomenon that crossbeam 3 and erecting roof beam 2 directly collapse and cause the soil property landslide has been avoided, then the effectual potential safety hazard that has reduced. When rainwater and muddy water appear at the protection slope structure, the rainwater and muddy water flowing through the inclined beam 4 can be guided through the guide groove 7 and conveyed to the drainage groove 10 at the side beam 9 through the guide pipe 6, and the rainwater and muddy water flowing through the cross beam 3 can also pass through the through hole 8 and flow down without being blocked, so that more water accumulation is avoided. Finally, when the guide pipe 6 guides and conveys the rainwater and the muddy water to the drainage groove 10, the rainwater and the muddy water can be intensively discharged and treated through the drainage groove 10, and the condition that the rainwater and the muddy water are accumulated at the soil and stone position is further avoided.
In the above embodiments, the fixed connection may be made by casting an integral structure, besides conventional bonding, glue bonding, etc., and the embodiment is preferably made by casting an integral structure.
Both the front and back sides are described herein with reference to fig. 1.
Hydraulic engineering prevents the bank protection through being provided with protective structure and reinforced structure for to domatic in-process of protecting, can be through erecting the roof beam, crossbeam and concrete frame's cooperation, to the landslide processing of protecting, simultaneously, can be through the cooperation of sloping and back up beam, strengthen the crossbeam, erect the connection stability of pouring between roof beam and the concrete frame, when the fracture appears in crossbeam or arbitrary department of perpendicular roof beam, also can be through the cooperation of sloping and back up beam, avoid crossbeam or perpendicular roof beam directly to collapse and cause the landslide phenomenon, then the effectual potential safety hazard that has reduced.
Hydraulic engineering prevents the bank protection through being provided with water conservancy diversion structure and concentrated drainage structure for when carrying out the side slope protection, can cooperate the inside guiding gutter of sloping through the honeycomb duct, with muddy water or the rainwater that flows down guide to the inside water drainage tank of side roof beam in, accomplish concentrated drainage by water drainage tank and handle, thereby effectually avoided rainwater or muddy water to store up in protective structure position department and cause the influence to the soil property, then the effectual follow-up condition of landslide of appearing of having avoided, the holistic practicality of protective slope structure has been improved.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (6)
1. The utility model provides a hydraulic engineering protection slope which characterized in that: including concrete frame (1), protective structure, be used for strengthening stable reinforced structure, be used for concentrating the concentrated drainage structures who discharges the processing to rainwater or muddy water to protective structure, protective structure is located the inside of concrete frame (1), reinforced structure installs the both sides at protective structure, reinforced structure's inside is offered and is used for carrying out the water conservancy diversion structure of water conservancy diversion to rainwater or muddy water, concentrate the both sides that drainage structures is located concrete frame (1).
2. The hydraulic engineering revetment according to claim 1, wherein: the protective structure comprises vertical beams (2) and cross beams (3), wherein the vertical beams (2) are vertically poured in the middle of the concrete frame (1), the cross beams (3) are poured in a plurality of positions, the cross beams (3) are respectively poured on two sides of each vertical beam (2), and the distance between every two adjacent cross beams (3) is the same.
3. The hydraulic engineering revetment according to claim 2, wherein: the reinforcing structure comprises a plurality of oblique beams (4) and reinforcing beams (5) corresponding to the oblique beams (4) one to one, the upper ends of the oblique beams (4) are fixedly connected with the vertical beam (2), the lower ends of the oblique beams (4) are fixedly connected with the concrete frame (1), one end of each reinforcing beam (5) is fixedly connected with the vertical beam (2), and the other end of each reinforcing beam (5) is fixedly connected with the oblique beams (4).
4. The hydraulic engineering revetment according to claim 3, wherein: the diversion structure comprises a diversion pipe (6), a diversion trench (7) is formed in one side of the oblique beam (4), the upper end of the diversion pipe (6) is communicated with the diversion trench (7), and the lower end of the diversion pipe (6) is arranged outside the concrete frame (1).
5. The hydraulic engineering revetment according to claim 3, wherein: a plurality of through holes (8) are formed in one side of the back face of the cross beam (3).
6. The hydraulic engineering revetment according to claim 4, wherein: concentrate drainage structures includes two side boundary beams (9), and two side boundary beams (9) are fixed respectively and are pour in the both sides of concrete frame (1), water drainage tank (10) have been seted up in the front of side boundary beam (9), the lower extreme of water drainage tank (10) extends to the lower terminal surface of side boundary beam (9), the lower extreme and the water drainage tank (10) intercommunication of honeycomb duct (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021451569.7U CN213114517U (en) | 2020-07-21 | 2020-07-21 | Hydraulic engineering prevents bank protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021451569.7U CN213114517U (en) | 2020-07-21 | 2020-07-21 | Hydraulic engineering prevents bank protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213114517U true CN213114517U (en) | 2021-05-04 |
Family
ID=75678855
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021451569.7U Expired - Fee Related CN213114517U (en) | 2020-07-21 | 2020-07-21 | Hydraulic engineering prevents bank protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213114517U (en) |
-
2020
- 2020-07-21 CN CN202021451569.7U patent/CN213114517U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210504 |